CN106758833B - A kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier - Google Patents
A kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier Download PDFInfo
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- CN106758833B CN106758833B CN201611165818.4A CN201611165818A CN106758833B CN 106758833 B CN106758833 B CN 106758833B CN 201611165818 A CN201611165818 A CN 201611165818A CN 106758833 B CN106758833 B CN 106758833B
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- climbing
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- variable cross
- construction
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
Abstract
The present invention constructs a kind of hydraulic climbing mould construction system for the construction of small-sized variable cross-section pier, it is characterised in that：Climbing system is constituted by 4 seats in the plane and the climbing apparatus for being attached to pier stud surface, it installs on variable cross-section side the seat in the plane, do not install seat in the plane in cross-section side, when climbing cross-section while template and workbench by variable cross-section while 4 seats in the plane by template top-hung device for hoisting drive climb together, while cross-section side design friction plate integrally toppled with resisting creeping formwork.The present invention overcomes the shortcomings of that conventional hydraulic creeping formwork climbing device quantity is more, creeping formwork is heavy and operating difficulties, is a kind of simple and stable structure, light hydraulic climbing form system easy to operate.
Description
Technical field
The present invention relates to a kind of hydraulic climbing mould construction systems, in particular to a kind of to be used for what small-sized variable cross-section pier was constructed
Hydraulic climbing mould construction system.
Background technology
Currently, the construction of pier stud mainly uses two kinds of construction methods of climbing formwork for construction and over-form construction, and climbing formwork for construction has
Advantage safe, speed of application is fast, while there is also the high disadvantage of construction cost, traditional climbing formwork for construction needs pier stud four sides
It arranges seat in the plane and the track that climbs is heavier, this considerably increases the costs of pier stud construction, how to reduce the cost of climbing formwork for construction just
Become the direction of climbing formwork for construction optimization.
Invention content
It is an object of the invention to solve that conventional hydraulic creeping formwork climbing device quantity is more, creeping formwork is heavy and operating difficulties
Problem there is provided herein simple and stable structure, light hydraulic climbing form system easy to operate.
The invention is realized in this way constructing a kind of light hydraulic climbing form system, it is characterised in that：By being attached to pier stud table
The climbing form system that 4 seats in the plane in face and climbing apparatus are constituted, the seat in the plane are installed on variable cross-section side, and machine is not installed on cross-section side
Position, the template on cross-section side and workbench are driven together by 4 seats in the plane of direction across bridge by template top-hung device for hoisting when climbing
It climbs.The climbing apparatus includes the device that the cross-section cheek board positioned at climbing form system top hangs and moves afterwards, is used for coagulation
The template that soil pours, the mobile system that the template for variable cross-section side is installed and moved afterwards, for template construction, Hydraulic System Construction
And the plateform system of modification, the wall-attaching equipment that whole device can be allowed to climb and rail is climbed, prevents integral inclined anti-of climbing form system
Slide plate, the hydraulic power unit for driving whole device to climb.
A kind of light hydraulic climbing form system according to the present invention, it is characterised in that：The climbing form system top etc.
Section cheek board suspension and the device moved afterwards include track, rear moving device and hanging beam, and middle orbit is open using No. 14 channel steels
It is layed in variable cross-section cheek board top upwards, entirety is linked as by bolt and variable cross-section cheek board；Moving device is rolled by two after described
Wheel and a smooth axis form, on the device track；The hanging beam both ends are placed on rear moving device, it is intermediate by bolt with
Cross-section cheek board is linked as entirety.
A kind of light hydraulic climbing form system according to the present invention, it is characterised in that：The template movement system includes
Perpendicular purlin, crossbeam and rod-adjurstable, wherein perpendicular purlin, crossbeam and rod-adjurstable by axis pin and be bolted composition one can
The triangle stable support system of reassembling type.
A kind of light hydraulic climbing form system according to the present invention, it is characterised in that：The wall-attaching equipment uses hanging seat
It is formed with truncated cone-shaped rod iron, the directions 30o are buried on truncated cone-shaped rod iron when hanging seat is installed on concreting.The rail of climbing uses steel
Pipe pole-climbing, upper end anchoring with wall-attaching equipment on.
A kind of light hydraulic climbing form system according to the present invention, it is characterised in that：The antiskid piece is mounted on to wait and cut
In the distribution beam of face side, antiskid piece is made of sheet rubber, wedge block and spring, and cross-section distribution beam in distribution beam and variable cross-section is logical
Cross locking device formed a frame be closely affixed with pier stud, when creeping formwork appearance it is integral inclined when, antiskid piece just provide one compared with
Big frictional force prevents climbing form system unstability.
A kind of light hydraulic climbing form system according to the present invention, it is characterised in that：The plateform system is from top to bottom
Including upper mounting plate, main platform, secondary platform and modification platform.Upper mounting plate is fixed on template top by tripod；Main platform includes
Checkered steel plate platform, railing and distribution beam, distribution beam is fixed on by bolt clamping plate to be afraid of on seat in the plane, and cross-section side distribution beam is set up
Entire platform is formed into an entirety in the distribution beam of variable cross-section side, and by pull rod；This platform is mainly used for hydraulic system
Installation and creeping formwork climb operation platform；Modification platform hangs on this mesa base by bolt.
A kind of light hydraulic climbing form system according to the present invention, it is characterised in that：The hydraulic system is whole by one
Body control system drives each punching jack, each punching jack to reach whole, synchronous, entire creeping formwork system of continuously climbing
System.
The beneficial effects of the present invention are：Light hydraulic climbing form system of the present invention uses more light-duty design, gram
The deficiency that existing hydraulic climbing formwork device is heavy, of high cost, climbing speed is slow has been taken, there is light structure, easy construction, speed of climbing
The advantage that degree is fast, structure is more stable, greatly reduces construction cost and time cost, improves working security.In addition to this,
Four pier stud faces, two sides band seat in the plane, two sides do not have, it is convenient to omit the seat in the plane of half.
Description of the drawings
Fig. 1 light hydraulic creeping formwork complete layouts
Fig. 2 light hydraulic creeping formwork floor plans
Fig. 3 cross-section cheek boards are hung and rear moving device elevation
Fig. 4 cross-section cheek boards are hung and rear moving device side view
Fig. 5 cross-sections side antiskid piece drawing
Fig. 6 hanging seats and anchor pole schematic diagram.
In figure：1, cross-section cheek board hanging beam, 2, rear moving device, 3, track, 4, idler wheel, 5, axis, 6, upper mounting plate, 7, mould
Plate, 8, concrete to be poured, 9, perpendicular purlin, 10, crossbeam, 11, rod-adjurstable, 12, bearing, 13, main platform, 14, wall-attaching equipment, 15, hang
Seat, 16, anchor pole, 17, pole-climbing, 18, secondary platform, 19, modification platform, 20, variable cross-section side distribution beam, 21, the distribution of cross-section side
Beam, 22, bolt clamping plate, 23, checkered steel plate platform, 24, railing, 25, pull rod, 26, hydraulic system, 27, oil pump station, 28, punching
Jack, 29, poured concrete, 30, cross-section side antiskid piece, 31, sheet rubber, 32, spring, 33, wedge block, 34, bearing frame, 35,
Variable cross-section side antiskid piece, 36, retaining part and pull rod
Specific implementation mode
Below in conjunction with attached drawing 1- Fig. 6, the present invention is described in detail, technical solution in the embodiment of the present invention into
Row clearly and completely describes, it is clear that described embodiments are only a part of the embodiments of the present invention, rather than whole realities
Apply example.Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without making creative work
Every other embodiment, shall fall within the protection scope of the present invention.
The present invention provides herein in order to overcome hydraulic climbing formwork disadvantage of high cost, complicated for operation, climbing speed is slow existing
A kind of simple and stable structure, light hydraulic climbing form system easy to operate.
As shown in Figure 2：The hydraulic climbing die block system includes 4 seats in the plane and the climbing apparatus composition for being attached to pier stud surface,
Seat in the plane is installed on variable cross-section side, and seat in the plane is not installed on cross-section side, and the template 7 on cross-section side and workbench are by cross-bridges when climbing
To 4 seats in the plane by template top-hung device for hoisting drive climb together.
As shown in Figure 1：The climbing apparatus includes that the cross-section cheek board positioned at climbing form system top hangs and moves afterwards
Device is used for the template of concreting, and the mobile system that the template for variable cross-section side is installed and moved afterwards is applied for template
Work, Hydraulic System Construction and the plateform system of modification, the wall-attaching equipment that whole device can be allowed to climb and climb rail, prevent creeping formwork system
The antiskid piece for uniting integral inclined, the hydraulic power unit for driving whole device to climb.
As shown in Figure 3-4：The device that the cross-section cheek board on creeping formwork climbing form system top hangs and moves afterwards includes rail
Road 3, rear moving device 2 and hanging beam 1, middle orbit are layed in variable cross-section cheek board 7 using No. 14 channel steel opening upwards and push up, pass through
Bolt is linked as entirety with variable cross-section cheek board 7；Moving device 2 is made of the smooth axis 5 of two idler wheels 4 and one after described, after this
Moving device 2 is installed on the track 3；1 both ends of the hanging beam are placed on rear moving device 2, and centre passes through bolt and cross-section side mould
Plate 7 is linked as entirety.
As shown in Figure 1：The template movement system includes perpendicular purlin 9, crossbeam 10 and rod-adjurstable 11, wherein perpendicular purlin 9,
Crossbeam 10 and rod-adjurstable 11 by axis pin and are bolted one dismountable triangle stable support system of composition.
As shown in Figure 6：The wall-attaching equipment 14 is formed using hanging seat 15 and truncated cone-shaped rod iron 16, and hanging seat 15 is installed on coagulation
The directions 30o are buried on truncated cone-shaped rod iron 16 when soil pours.The rail of climbing uses steel pipe pole-climbing 17, and upper end is anchored in wall-attaching equipment 14
On.
As shown in Figure 5：The antiskid piece 30 is mounted in cross-section side distribution beam 21, and antiskid piece is by sheet rubber 31, wedge shape
Block 33 and spring 32 form, and cross-section distribution beam 20 in distribution beam 21 and variable cross-section forms a frame by bolt clamping plate 22
It is closely affixed with pier stud, when creeping formwork 7 occurs integral inclined, antiskid piece 30 just provides a larger frictional force and prevents creeping formwork system
System unstability.
As shown in Figure 1：The plateform system includes upper mounting plate 6, main platform 13, secondary platform 18 and modification platform from top to bottom
19.Upper mounting plate is fixed on 7 top of template by tripod；Main platform includes checkered steel plate platform 23, railing 24 and distribution beam 20/
21, distribution beam is fixed on by bolt clamping plate 22 and is climbed on seat in the plane, cross-section distribution beam 20 when distribution beam 21 rides upon variable cross-section
On, and entire platform is formed by an entirety by pull rod；This platform is mainly used for the installation of hydraulic system 26 and creeping formwork climbs
Operating platform；Modification platform 19 hangs on time 18 bottom of platform by bolt.
As shown in Figure 1：The hydraulic system 26 drives each punching jack 28 by an overall system control 27, each
Punching jack 28 reaches whole, synchronous, continuously climb entire climbing form system.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest range caused.
Claims (6)
1. a kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier, it is characterised in that：The hydraulic climbing die block system includes
4 seats in the plane and climbing apparatus for being attached to pier stud surface are constituted, and seat in the plane is installed on variable cross-section side, and machine is not installed on cross-section side
Position, the template on cross-section side when climbing（7）And workbench drives one by 4 seats in the plane of direction across bridge by template top-hung device for hoisting
It rises and climbs；
The climbing apparatus includes the device that the cross-section cheek board positioned at climbing form system top hangs and moves afterwards, is used for concrete
The template poured, the template installation for variable cross-section side and the mobile system that moves afterwards, for template construction, Hydraulic System Construction and
The plateform system of modification, the wall-attaching equipment that whole device can be allowed to climb and climbs rail, prevents the antiskid that climbing form system is integral inclined
Piece, the hydraulic power unit for driving whole device to climb；
The device that the cross-section cheek board on the climbing form system top hangs and moves afterwards includes track（3）, rear moving device（2）And it is outstanding
Drop in beam（1）, middle orbit is layed in variable cross-section cheek board using No. 14 channel steel opening upwards（7）Top, passes through bolt and variable cross-section
Cheek board（7）It is linked as entirety；Moving device after described（2）By two idler wheels（4）An and smooth axis（5）Composition, the rear shifting dress
It sets（2）Mounted on track（3）On；The hanging beam（1）Both ends are placed on rear moving device（2）On, centre passes through bolt and cross-section
Cheek board（7）It is linked as entirety.
2. a kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier according to claim 1, it is characterised in that：The mould
Plate mobile system includes perpendicular purlin（9）, crossbeam（10）And rod-adjurstable（11）, wherein perpendicular purlin（9）, crossbeam（10）And it is adjustable
Strut（11）By axis pin and it is bolted one dismountable triangle stable support system of composition.
3. a kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier according to claim 1, it is characterised in that：It is described attached
Wall device（14）Using hanging seat（15）With truncated cone-shaped rod iron（16）Composition, hanging seat（15）The directions 30o when being installed on concreting
Embedded truncated cone-shaped rod iron（16）On；The rail of climbing uses steel pipe pole-climbing（17）, upper end is anchored in wall-attaching equipment（14）On.
4. a kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier according to claim 1, it is characterised in that：It is described anti-
Slide plate（30）Mounted on cross-section side distribution beam（21）On, antiskid piece is by sheet rubber（31）, wedge block（33）And spring（32）Group
At cross-section side distribution beam（21）With variable cross-section side distribution beam（20）Pass through bolt clamping plate（22）It forms a frame and pier stud is tight
It is close to be affixed, work as creeping formwork（7）When occurring integral inclined, antiskid piece（30）Just providing a larger frictional force prevents climbing form system from losing
Surely.
5. a kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier according to claim 1, it is characterised in that：It is described flat
Platform system includes upper mounting plate from top to bottom（6）, main platform（13）, secondary platform（18）And modification platform（19）；Upper mounting plate passes through three
Tripod is fixed on template（7）Top；Main platform includes checkered steel plate platform（23）, railing（24）And distribution beam（20,21）, distribution
Beam passes through bolt clamping plate（22）It is fixed on and climbs on seat in the plane, cross-section side distribution beam（21）Ride upon variable cross-section side distribution beam（20）
On, and entire platform is formed by an entirety by pull rod；This platform is mainly used for hydraulic system（26）Installation and creeping formwork climb
Lift operations platform；Modify platform（19）Time platform is hung on by bolt（18）Bottom.
6. a kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier according to claim 1, it is characterised in that：The liquid
Pressure system（26）By an overall system control（27）Drive each punching jack（28）, each punching jack（28）Reach
Entirety, synchronous, continuously climb entire climbing form system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611165818.4A CN106758833B (en) | 2016-12-16 | 2016-12-16 | A kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611165818.4A CN106758833B (en) | 2016-12-16 | 2016-12-16 | A kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier |
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| Publication Number | Publication Date |
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| CN106758833A CN106758833A (en) | 2017-05-31 |
| CN106758833B true CN106758833B (en) | 2018-07-13 |
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| CN201611165818.4A Active CN106758833B (en) | 2016-12-16 | 2016-12-16 | A kind of hydraulic climbing die block system for the construction of small-sized variable cross-section pier |
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Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107642048A (en) * | 2017-09-22 | 2018-01-30 | 宁夏桥多美路桥钢模板科技有限公司 | Pier stud high-altitude construction platform and high-altitude construction method |
| CN108842623A (en) * | 2018-06-25 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of hydraulic self-creeping formwork construction method of Bridge High-pier column |
| CN109098093A (en) * | 2018-09-27 | 2018-12-28 | 贵州卓良模板有限公司 | A kind of twin pier casting is overhang with creeping formwork |
| CN109371822B (en) * | 2018-12-19 | 2020-06-23 | 中交二航局第三工程有限公司 | Linear rectangular pier maneuvering template and construction method |
| CN109592580A (en) * | 2018-12-28 | 2019-04-09 | 中铁大桥局集团第五工程有限公司 | Large-tonnage tower crane super large load attached wall structure method for rapidly mounting in a kind of strong wind atmosphere |
| CN109467014B (en) * | 2018-12-28 | 2020-06-30 | 中铁大桥局集团第五工程有限公司 | Wall-attached structure for large-tonnage tower crane super-large load in large wind environment |
| CN109989347A (en) * | 2019-03-12 | 2019-07-09 | 中交一公局桥隧工程有限公司 | A kind of bridge hollow pier cantilever form and its construction method |
| CN109989348A (en) * | 2019-03-12 | 2019-07-09 | 中交一公局桥隧工程有限公司 | A kind of concrete construction cantilever form and its construction method |
| CN110984563A (en) * | 2019-12-31 | 2020-04-10 | 荆门市佰思机械科技有限公司 | Automatic aligning and automatic climbing device |
| CN110905192A (en) * | 2020-01-02 | 2020-03-24 | 荆门市佰思机械科技有限公司 | Automatic alignment clamping device of creeping formwork device |
| CN111996918B (en) * | 2020-08-27 | 2022-02-01 | 绍兴其顺桥梁设备有限公司 | Template system of hollow high pier and installation and construction method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3952843B2 (en) * | 2002-05-15 | 2007-08-01 | 鹿島建設株式会社 | Construction method of tower structure |
| AU2013212529B2 (en) * | 2012-01-24 | 2017-10-26 | Australian Constructions Systems Holdings Pty Ltd | Automated formwork climbing system |
| CN202450775U (en) * | 2012-02-14 | 2012-09-26 | 泰博混凝土模板与支撑（陕西）有限公司 | Hydraulic jacking and self-climbing template device with intelligent independent unit structure |
| CN202830776U (en) * | 2012-09-02 | 2013-03-27 | 中铁十二局集团第二工程有限公司 | Bridge variable cross-section rectangular high pier cantilever creeping formwork construction device |
| CN202787093U (en) * | 2012-09-26 | 2013-03-13 | 湖南中铁五新钢模有限责任公司 | Hydraulic climbing formwork device universally used by skew pier and straight pier |
| CN105971271B (en) * | 2016-05-20 | 2018-08-21 | 北京卓良模板有限公司 | Unilateral cantilever form and its construction method of climbing certainly |
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Effective date of registration: 20210917 Address after: 401328 taojia urban industrial park, Jiulongpo District, Chongqing Patentee after: Chongqing super strong steel structure manufacturing Co.,Ltd. Address before: 610041 No. 12, Jiuxing Avenue, high tech Development Zone, Chengdu, Sichuan Patentee before: SICHUAN ROAD & BRIDGE (Group) Co.,Ltd. |
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